水库加固工程施工期水库底泥下泄风险分析

    Analysis on Reservoir Bottom Sediment Discharge Risk Under Construction Period of Reservoir Reinforcement

    • 摘要: 为保障水库加固工程的施工便利及下游河道的生态安全,需研究施工期水库底泥下泄的规律及控制措施。针对水库加固工程施工期水库底泥下泄可能造成下游河道富营养化及生态退化等问题,通过实测地形及水沙资料,构建了二维水沙数学模型,分别对不同施工方案的出库含沙量进行分析,再结合原型试验,找出最优施工方案。

       

      Abstract: To guarantee construction convenience of the reservoir reinforcement project and ecological security of downstream river channel, it is necessary to investigate the law and control measures of the reservoir bottom sediment discharge during the construction period. Regarding the issues such as eutrophication and ecological degradation of the downstream river channel that might be caused by the reservoir bottom sediment discharge during the construction period of the reservoir reinforcement project, a two-dimensional water and sediment mathematical model was constructed based on the measured topographic and water-sediment data. The sediment concentration at reservoir outlet for different construction schemes was analyzed respectively. Then, in combination with the prototype test, the optimal construction scheme was identified.

       

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